HomeMy WebLinkAbout1984 10 09 - Sebastian Highlands Wastewater Treatment PlantSEBASTIAN HIGHLANDS WASTEWATER TREATMENT PLANT
GROUND WATER MONITORING PLAN
Prepared for:
GENERAL DEVELOPMENT UTILITIES
Miami, Florida
Prepared by:
ENVIRONMENTAL SCIENCE AND ENGINEERING, INC.
Gainesville, Florida
October 9, 1984
ESE No. 84-530-0100-2140
m
w
GDU.3/GMP-TOC.1
10/09/84
TABLE OF CONTENTS
Section
Page
1.0
FACILITY DESCRIPTION
1-1
2.0
SITE GEOLOGY
2-1
2.1
GEOLOGY
2-1
2.2
SOILS
2-1
2.2.1 Soil Permeability
2-5
2.3
SITE HYDROLOGY
2-10
2.3.1 Hydrology of the Shallow Aquifer
2-10
2.3.2 Existing Wells
2-13
2.3.3 Aquifer Testing
2-13
2.3.4 Water Balance for Infiltration
2-16
Ponds
3.0
WASTE
CHARACTERIZATION AND SITE WATER QUALITY
3-1
3.1
WASTE CHARACTERIZATION
3-1
3.2
SITE GROUND WATER QUALITY
3-1
3.3
SURFACE WATER QUALITY
3-1
3.4
POTENTIALLY IMPACTED GROUND AND
SURFACE WATER
3-3
4.0
PROPOSED GROUND WATER MONITORING PLAN
4-1
4.1
PROPOSED MONITORING WELL LOCATIONS
4-1
4.2
PROPOSED SAMPLING PLAN
4-1
APPENDICES
APPENDIX A --SOIL BORING LOGS
APPENDIX B --RESULTS OF SOIL PERMEABILITY TESTING
APPENDIX C—WATER BALANCE DATA
0
GDU.3/GMP-LOTF.1
10/09/84
LIST OF TABLES
Table
Pape
1-1
Wastewater Treatment Process and Specifications
1-13
-- 2-1
Chemical and Physical Characteristics of Soils
2-2
2-2
Comparison of Double -Ring Infiltration Test
2-11
and Trench Test Results
2-3
Water Level Elevations in Monitor Wells
2-12
— 2-4
Slug Test Results
2-15
2-5
Daily Infiltration Rates
2-17
3-1
Summary of Water Quality in Existing Monitor
3-2
Wells
— 4-1
Ground Water Sampling Station Location Rationale
4-2
4-2
Parameters for Analysis
4-3
LIST OF FIGURES
Figure
Page
1-1
Site Location
1-2
2-1
Field Test Sites
2-3
2-2
North-South Cross Section of Soils
2-4
2-3
Boring Locations for the Sebastian WWTP
2-6
—
(6/30-7/8/83)
2-4
Geologic Cross Section for the Sebastian WWTP
2-7
r 2-5
Monitoring Well Detail
2-14
3-1
Construction Details of Production Well 2
3-4
ii
GDU.3/GMP-1.1
10/09/84
M
1.0 FACILITY DESCRIPTION
" The Sebastian Highlands Wastewater Treatment Plant (WWTP) is located in
the City of Sebastian, Indian River County, Florida (see Figure 1-1).
The existing plant disposes an average of 84,000 gallons per day (GPU)
of treated domestic wastewater by land application through a series of
percolation/evaporation ponds.
M
0
L.
:;
V"
The sequence of wastewater treatment units includes aeration tanks, a
clarifer, an aerobic digester, sludge beds, a chlorine contact chamber
and percolation ponds. The capacities and design criteria for these
units are described in Table 1-1. The plant practices a high level of
disinfection, with an average total chlorine residual of 1.4 milligrams
per liter (mg/L) after 30 minutes contact time. The treatment process
generates approximately 3,000 GPD of sludge (1.6 percent solids), which
is disposed by landspreading in two onsite sludge beds.
1-1
GDU.3/GMP—VTB1-1.1
10/08/84
Table 1-1. Wastewater Treatment Process and Specifications
Dimensions, Areas,
Treatment Capacities and Other Design Criteria
Unit Descriptive Data (Basis of Criteria?
1.
Aeration Tanks
40,400 C.F.
12.4 lb BOD/10,000
C.F. 5 24 hrs.
detention time
2.
Air Supply
2—Blower @ 800 C.F.M.
2,300 C.F. per
lb. BOD
3.
Rectangular Clarifier
50,900 Gal. 586.5 Sq. Ft.
4 hr. det. S 500
gal/sq. ft.
4.
Aerobic Digester
3,340 C.F.
1 C.F. per capita
5.
Sludge Beds
2-60 x 80
1.6 to 3.2 sq. ft./
cap.
6.
Chlorine Contact
12,070 gal.
15—minute detention
Chamber
@ 3.9 peak factor
7.
Percolation Ponds
4.44 Ac or 300,000
Based on existing
gal/day
21,000 gpd effluent
discharging on a
13,500 sq. ft. pond
Source: GDU.
1-3
dol
GDU.3/GMP-2.1
10/18/84
2.0 SITE GEOLOGY
2.1 ,GEOLOGY
The plant site -.is located on a sand ridge surrounded to''the east and
.. south: by Schumann Lake, to the west by a citrus grove, and to the north
o- by scruh:.woods and isolated wet depressions. It! ^is'underlain by
undifferentiated deposits laid down during the Pleistocene and Recent
geologic ages as part of,a system of old beaches known as the Atlantic
Coastal Ridge. Shallow.wells drilled.onsite are thought.to penetrate
the�.Pamlico Sand, Anastasia, and/or Fort Thompson Formations (USGS,,
1958).. These deposits, are primarily sands interspersed with organics
and shellfragments which dip southeastward to a depth of: 100 feet'bel'ow
mean,sea level (msl) in the plant area. Land surface elevations range
from 19 to 26 feet,abnve msl. ,The topography of the site is shown ;in
Exhibit A, and regional topography is shown in Figure.1-1.
Ground water within these formations, is usually: under nonartesian'water-
table conditions, except -in= -localized areas where. the sand is overlain
by,discontinuous layers of -either hardpan, silt., or. organics causing
artesian pressure in the aquifer (USGS, 1958):
2.2 SOILS
., The..soils .in the area are derived. chiefly from Pleistocene Sand. They
are characterized as nearly level, moderate.to,poorly drained, sandy
.. soil§. Permeability is moderately rapid. to rapid., Typical soils
associated with the landscape near the site are the Immokalee and
Pomello Sands. St. Johns ponded, soils, predominate in and around the
lake and intermittent ponds in. the flatwoods. Characteristics of the
three: -soil types,are presented:in.,Table..2-1.
A series of soil borings was taken, around the plant site in March 1983
and in June/July 1983. The.fitst:set consisted of 20 shallow auger
borings to a depth of 3 to 5 feet at the locations indicated in
Figures 2-1 and -2-2. As shown in Figure 272, a discontinuous layer,of
semipermeable silt and roots .occurs beneath the surficial sands around
2-1
j;
V F n F Is. r F F I I I I a a I s r h
m4URNP2,44
0/4101`A
'fable 2-1. QodtAl aid AVAicgl ( rAF�Far st ca of Soils
PckwUo Sand A;i3 0 0,05 4.6 to 0.01 0,2 to 74 Oil to 0.8 Sand
;' piaazly level, mdecstaiy drained,
ejdY Boil
Water table 40 to 6b ittchas
Wm land Sitiam
C mented YW below
a depth of 30 i,idm
St.. jdm sako 0.03 to D.15 4.5 to 5:5 Sand
Nearl ; pdorty t
s��:
Water table 4d is 40 indW
below ]mid' suzfas'
C®mnW.• layer Lblow
a &pih 4 45 livbcs
Sotzce; U.S. Deparbent of AUt Wlture, IWS—
AV414bl# Wite :4AfAuq
.yawn
SPU Tia@ ail pescription __ - _ -..
-WwAty (win) illxmtme
t}gj
IWolce2
0,02 t0 0115 3,b to 701 goto �1e1?
0:4 to 2207
Q.2 t@�a4 �??e
Nearly level, poorly drauw
Reap, Bandy sal
water table 10 to 40 iWNG
below land O*focp
Qmmted baht+ d
or SSI incYies
PckwUo Sand A;i3 0 0,05 4.6 to 0.01 0,2 to 74 Oil to 0.8 Sand
;' piaazly level, mdecstaiy drained,
ejdY Boil
Water table 40 to 6b ittchas
Wm land Sitiam
C mented YW below
a depth of 30 i,idm
St.. jdm sako 0.03 to D.15 4.5 to 5:5 Sand
Nearl ; pdorty t
s��:
Water table 4d is 40 indW
below ]mid' suzfas'
C®mnW.• layer Lblow
a &pih 4 45 livbcs
Sotzce; U.S. Deparbent of AUt Wlture, IWS—
w#
Ar -
So
PrERCOLATION
POND:#i
16
20014
COWROL
BUILDING
MW3 a
MW4,6
PERCOLAV61N SLUD61
PONV41- POND
PgROW
:11:TEF
14*,,
—13 -
MWIWI
120"?
134-
NOTE."'MWS'NOT SHOWN'
Figure 2-1
FIELD,T-EST SITES 6tNE4ALDE'VELOPMENT
UTILITIES, INC.
SOURCES GDU; 1983; ESE; 1982: 0101
-- 2r3
PONDS 2 AND 3
B5 B9 BR
A
SOIL BGHING NUMBER
PLAN VIEW
--cis
axon a
PEncaunOx
RoxD,E
DV 'LQ .N
COM1110L
�„ MOIMO
PnLOL1TIOM SOME
POND91 pyD.
RlIIDO*Ln1O11
, ''L
a POND1
N10 R9n 81 B13
HORIZONTAL DISTANCE NOT TO SCALE
NORTH
KEY:
HIGH PtAMEAWLIVY, YELLOW SANDS
i I I LOW i•'EkMlEA4ILITY; DARK 9ROWN SANDS, SILT AND ORGANICS-
MODERAtk OERMEARiLitY, OARK QROWN SANDS
.MODERATE PERMEAWLIW; GRAY SMbs'
Figure 2-2
NORTH -SOUTH CROSS SEI✓TIi•ft" 4010 GENERAL CDE\ihft0F3MtNT
UTILiTIL8;,1140:
SOURCE: ESE, 1983,
26
24
m
m
m
23 �
D
O
m
22 N
r
21
GDU.3/GMP-2.2
10/18/84
Ponds 2 and 3 at a depth between 2 and 3 feet. The silt is fine-
grained, slightly plastic, sandy, and mucky when wet. The root system
is a remnant of the landscape that dominated the area prior to
construction of the ponds. The silt and roots, combine to slow the
percolation of water to the shallow aquifer system. Beneath this
organic layer, to a depth of at least 50 feet, lies a medium- to
fine-grained permeable sand.
A total of 14 shallow borings and 2 deep borings was taken around
Ponds 2 and 3, as well as along Schumann Lake, between June 30, 1983,
.. and July 8, 1983. Locations of these borings are found on Figure 2-3.
Each shallow borehole was 25 ft in depth and was sampled every 5 ft
below 10 ft in depth, except for Borings 1 and 3, which were sampled
continuously throughout. All shallow holes were sampled continuously
for the first 10 ft. The two deep borings, D1 and D2, were sampled
every 5 ft.
The borings revealed approximately 2 ft of shallow sands with a
discontinuous 0.5- to 2.0 -ft layer of hardpan overlying approximately
.,, 4 ft of fine-grained sands (Figure 2-4). Below the sands, 30 ft of very
silty, cohesive, dense material was encountered. Soil boring logs are
contained in Appendix A.
2.2.1 Soil Permeability
Soil permeability testing at the Sebastian Highlands WWTP site has been
performed using the double -ring infiltration test and trench testing.
.. The locations of these tests are shown in Figures 2-1 and 2-3. The
results of the tests are included in Appendix B.
The long-term infiltration rate of the soil beneath Pond 1 is approxi-
mately 6 inches per hour under saturated conditions. During the
4.5 hours of the double -ring infiltration test, the calculated rate in
the inner and outer rings remained at approximately 6 inches per hour
after 90 minutes. . The consistency of the rate between the two rings
M
2-5
KEY:
0 SOIL BORING
�0
EXISTING MONITOR WELL
DOUBLE -RING INFILTRATION TEST
UN TRENCH INFILTRATION TEST
* TRENCH DUG BUT NVTEST PERFORMED
* INDICATES CONTINUOUS SAMPLING
mwl
SLUDGE
UDGE
POND
DPOND I
AND TREES
P 0 NOD I..
LAKE SCHUMANN
Figure 2-3
BORING LOCATIONS FOR THE SEBASTIAN GENERAL DEVELOPMENT
SOURCE: ESE, l9al
2-6
DENSE SCRUB 12'
AND TREES
MARSH
POND 3 6'
ILI
BAILEY D
PA KING
PLANT LO I
mwl
SLUDGE
UDGE
POND
DPOND I
AND TREES
P 0 NOD I..
LAKE SCHUMANN
Figure 2-3
BORING LOCATIONS FOR THE SEBASTIAN GENERAL DEVELOPMENT
SOURCE: ESE, l9al
2-6
BOREHOLE
NUMBER D2 11 15 14 13 9 6 5 4 3
5
SAND
5
W
SAND WITH SAND
ORGANIC FINES
SOME
U
SAND WITH ORGANIC FINES
LL
10
COHESIVE
Ir
COHESIO
AND CEMENTING
M
1n
0
LOW SILT
Z
15
Z)
SLIGHT COHESION
O
cc
0
20
WITH ORGANIC
O
J
AND IRON
W
m
CEMENTING
25
F
W
W
SAND WITH TRACE
LL
COHESIVE
30
SAND
SAND
SAND WITH SAND
ORGANIC FINES
SOME
SAND WITH ORGANIC FINES
COHESIVE
COHESIO
AND CEMENTING
SAND WITH
LOW SILT
SLIGHT COHESION
SAND
WITH ORGANIC
FINS
AND IRON
CEMENTING
SILTY AND CLAYEY SANDS
SAND WITH TRACE
OF SILT
COHESIVE
NON -COHESIVE
SAND
\
i
SAND
WRH
/
I
ORGANIC
/ (NO
1
SILT
/
1
IATA)
/
1
W
U
10 LL
U3
U3
0
15 Z
M
O
Q
0
20
0
W
m
25UJIF
W
U-
.10 30
lBORINGS PERFORMED 6130 - 718183 NO HORIZONTAL SCALE I
Figure 2-4
GEOLOGIC CROSS SECTION FOR THE GENERAL DEVELOPMENT
SEBASTIAN WWTP UTILITIES, INC.
SOURCE: ESE, 1983.
W
GDU.3/GMP-2.3
10/18/84
indicates that the water flows primarily downward with little
M divergence.
The infiltration test performed outside of the berm on the southeast
corner of Pond 2 demonstrates the effects of the shallow dark cemented
sands with organic matter that lie 1 to 2 ft below the surface. The
.. sharp decrease in infiltration rates during the first 90 minutes is the
result of saturation of the soil. The organic sand layer prevents much
.. downward movement of the water, and the flow will diverge, as indicated
by the difference in rates between the inner and outer rings. If the
rate of the outer ring is significantly greater than that of the inner
ring, then divergent flow is indicated.
The infiltration rate on the western edge of the area currently
designated for Ponds 4 and 5 is considerably greater than that near
Pond 2. After showing a sharp decrease during the first 45 minutes, a
constant rate of 13 to 15 in per hour was noted, with no significant
.. divergence. It should be noted that this test was performed outside the
area of heavy scrub, and clean sand was found at the surface. Farther
east in the scrub, the soils showed surface horizons of highly organic
peat and mucky sands of low permeability up to 2 ft thick. The water
2-8
The infiltration rate of the soil adjacent to Ponds 2 and 3 is slower
(approximately 1 inch per hour for the outer ring and 0.5 inch per hour
for the inner ring, both under saturated conditions) and more variable
..
with time than at Pond 1. The infiltration test for Ponds 2 and 3 was
performed in relatively undisturbed soils outside of the pond. There is
..
a layer of silty sand and roots approximately 2 feet below the surface,
which correlates to a similar layer beneath Ponds 2 and 3. This layer
impedes downward flow through the soil. The difference in the
infiltration rate between the inner and outer rings indicates the
presence of divergent flow through the soil, which would reduce the rate
at which soil will accept additional water. The rate of infiltration
did not achieve consistency during a 5—hour period.
The infiltration test performed outside of the berm on the southeast
corner of Pond 2 demonstrates the effects of the shallow dark cemented
sands with organic matter that lie 1 to 2 ft below the surface. The
.. sharp decrease in infiltration rates during the first 90 minutes is the
result of saturation of the soil. The organic sand layer prevents much
.. downward movement of the water, and the flow will diverge, as indicated
by the difference in rates between the inner and outer rings. If the
rate of the outer ring is significantly greater than that of the inner
ring, then divergent flow is indicated.
The infiltration rate on the western edge of the area currently
designated for Ponds 4 and 5 is considerably greater than that near
Pond 2. After showing a sharp decrease during the first 45 minutes, a
constant rate of 13 to 15 in per hour was noted, with no significant
.. divergence. It should be noted that this test was performed outside the
area of heavy scrub, and clean sand was found at the surface. Farther
east in the scrub, the soils showed surface horizons of highly organic
peat and mucky sands of low permeability up to 2 ft thick. The water
2-8
GDU.3/GMP-2.4
10/09/84
table is quite near the surface, especially close to the western edge of
the swamp. These factors may seriously impede the flow of water into
the soil.
The remaining three infiltration tests were performed along the eastern
and southern portions of the plant site, between the fence and
Schumann Lake. The most rapid infiltration rate was noted at the test
site near the plant gate, approximately 20 ft from the location of the
trench test; the infiltration rate was approximately 50 in per hour
after a test period of 4 1/2 hours.
The other two sites were located 40 ft from Schumann Lake: one near the
southeast corner of the plant fence and the other on the south end of
the cleared greenway extending southward from the plant near Boring DB -2 -
Both of these tests demonstrated long-term infiltration rates between 30
and 35 in per hour, with some divergence in the flow.
On July 1, 1983, trench tests were performed onsite to measure in situ
permeability. These tests were performed by digging a trench with a
backhoe, measuring its dimensions, and filling it with water to a
desired depth. The amount of water added to maintain the given head
over a several hour period was recorded, and the inflowing permeability
rate was computed as a function of the surface area per linear foot of
length.
Trenches were dug alongside the eastern berm in Ponds 2 and 3 (see
Exhibit A). Examination of the exposed soil layers revealed surface
layers of relatively clean sand with a 2 -ft hard pan layer in both ponds
to a depth of approximately 4 ft below the pond bottom, with some
near -surface mucky pockets in Pond 3. Beneath this sandy layer in
Pond 3, beds of highly decomposed, highly organic sandy muck extend to a
2-9
r
GDU.3/GMP-2.5
10/09/84
.. depth of at least 6 ft. Ground water could be observed trickling into
these trenches along the top of the mucky layers. Below this layer,
thick layers of low permeability silty sands were encountered. Because
of these thick layers of low permeability material, it was decided not
to run infiltration tests in these trenches. Double -ring infiltrometer
tests performed nearby exhibited very low infiltration rates.
2.3 SITE HYDROLOGY
2.3.1 Hydrology of the Shallow Aquifer
The shallow aquifer is generally under nonartesian conditions and
M
produces moderate quantities (100 to 250 gallons per minute) of fair -
quality water (USGS, 1975). The water table is regulated by Indian
r
W7
r
2-10
A third trench (15 ft in length, 8 ft in width, and 7 ft deep) was dug
on the west side of Pond 3 and filled with 3/4 -in crushed limestone to
prevent collapse of the sandy sides. Despite the fact that there was
approximately 5 ft of clean sand above the impermeable mucky soil
layers, the long-term infiltration rate was only 0.2 gpm/LF. Because
the low rates demonstrate the unsuitability of the existing ponds,
attention was turned to the areas to the south and east of the existing
plant near Schumann Lake. Another trench was dug south of Bailey Drive
outside of the plant gate near soil boring No. 9. The dimensions of
this trench were 10 ft long, 5.5 ft wide, and 4 ft deep. Rock was used
on
to fill the trench and stabilize the sides. The infiltration rate in
this trench was approximately 1.4 gpm/LF. The relatively high rate was
r
confirmed by the double -ring infiltration test performed nearby, which
also exhibited rapid infiltration rates. Table 2-2 is a comparison of
trench test results and the double -ring infiltration test. It can be
seen from Table 2-2 that areas having high double -ring infiltration
rates 030 in per hour) potentially have high trench test results.
2.3 SITE HYDROLOGY
2.3.1 Hydrology of the Shallow Aquifer
The shallow aquifer is generally under nonartesian conditions and
M
produces moderate quantities (100 to 250 gallons per minute) of fair -
quality water (USGS, 1975). The water table is regulated by Indian
r
W7
r
2-10
GDU.1/GMP-VTB2-2.1
10/09/84
Table 2-2. Comparison of Double -Ring Infiltration Test and Trench
Test Results
Double -Ring
Infiltration Trench Test
Number Rate (in/hr) Rate (gpm)
Location
1
50
14
Near WWTP gate along Lake
Schumann
2
30
NT
Southeastern side of Pond 1
along Lake Schumann
3
30
NT
Southern end of property
along Lake Schumann
4
1
3
Near southeast corner of
Pond 2 (trench test in
Pond 3)
5
13
NT
Access road to proposed Pond
Sites 3 and 4
Note: NT = Not tested.
Source: ESE, 1983b.
2-11
W
OR
GDU.3/GMP-2.6
10/07/84
■. River Farms Drainage District canals. The piezometric head measured in
the plant monitor wells ranged from 18.5 to 20.7 feet above msl on March
2, 1983 (see Table 2-3), and showed a southeastward ground water
gradient of 0.25 percent. Water elevation in Schumann Lake fluctuates
around 19 feet above msl. This high water level in the lake acts as a
a•
boundary, maintaining a fairly constant head in the shallow aquifer
system while retarding possible encroachment of salt water from the
Indian River.
2.3.2 Existing Wells
Five monitor wells were installed at the Sebastian Highlands WWTP
site --four inside the plant boundary and one to the north of the plant
(see Figure 2-3). The wells are each approximately 15 feet deep. The
wells are constructed of 4 -inch PVC casing, with 10 feet of slotted
screen, backfilled with gravel pack to a point approximately 2 feet
above the screen, and sealed with cement to the land surface. Typical
well construction is shown in Figure 2-5. The monitor well elevations
are shown in the detailed site survey map (Exhibit A).
2.3.3 Aquifer Testing
Single -well aquifer tests (commonly referred to as slug tests) were
performed on the five observation wells to determine horizontal
conductivity of the shallow aquifer system. The results of the tests,
which were analyzed according to procedures by Bouwer and Rice (1976)
and Hvorslev (1951), are presented in Table 2-4.
r
The site hydraulic conductivity averaged an order of magnitude of 1.0 x
10-4 feet per second (fps). Freeze and Cherry (1979) describe a
.�
1.0 x 10-4 value as an indication of silty to clean sand. This
value correlates well with the soils found in the 20 soil borings made
onsite.
.f Using the results of the aquifer tests and the piezometric head
measurements, it was determined that ground water has a southeastward
2-12
r
GDU.1/GMP-VTB2-3.1
'► 10/09/84
.. Table 2-3. Water Level Elevations* in Monitor Wells
r
Date of
Monitor Well
Number
Measurement
1
2
3
47
5
r
3/02/83
19.52
18.51
19.73
20.7
20.6
3/11/83
19.43
18.39
18.86
20.86
21.54
3/14/83
19.30
18.30
18.70
20.76
21.77
3/15/83
19.40
18.30
18.80
20.46
21.47
3/16/83
19.40
18.30
18.75
20.56
21.67
3/17/83
19.50
18.30
18.40
20.56
21.67
•
3/18/83
19.60
18.45
18.90
20.66
21.67
3/19/83
19.35
18.40
18.85
20.46
21.42
3/20/83
19.30
18.35
18.80
20.16
21.52
3/21/83
19.30
18.40
18.90
20.21
21.57
3/22/83
19.40
18.40
18.85
20.36
21.47
3/23/83
19.30
18.40
18.80
20.26
21.67
3/24/83
19.30
18.40
18.80
20.26
21.77
3/25/83
19.55
18.55
19.05
20.51
21.67
3/26/83
ND
ND
ND
ND
ND
3/27/83
19.40
18.50
18.90
20.26
21.72
3/28/83
19.45
18.40
18.85
20.26
21.77
Oil
3/29/83
19.55
18.80
19.05
20.26
21.47
3/30/83
19.50'
18.50
18.90
20.06
21.32
3/31/83
19.50
18.50
18.80
20.21
21.27
Am
4/01/83
19.40
18.45
18.80
20.01
21.32
4/02/83
19.30
18.40
19.75
20.06
21.27
4/03/83
19.25
18.45
18.8
20.06
21.32
4/04/83
ND
ND
ND
ND
ND
4/05/83
19.30
18.40
18.85
20.01
21.22
4/06/83
19.40
18.50
18.85
20.01
21.22
* In feet above
msl.
ND = No data.
Source: ESE, 1983a.
2-13
WATEF
BOTTOM OF
5' FROM STA
WATER LEVE
Figure 2-5
MONITORING WELL DETAIL
SOURCE: ESE, 1984.
CLOSED BOTTOM
2-14
EW CAP
ORE HOLE
:ASING
TIENT
EEN SLOTTED PVC PIPE
%VEL PACK
NOTE: (NOT TO SCALE)
GENERAL DEVELOPMENT
UTILITIES, INC.
GDU.3/GMP-VTB2-4.1
10/09/84
Table 2-4. Slug Test Results
Average Rates of Hydraulic Conductivity
Bower and Rice (1976) Hvorslev (1951)
(cm/sec) (cm/sec)
14W
2.3
x 10-5
3.9
x 10-5
MW2
4.7
x 10-5
7.1
x 10-4
MW3
8.8
x 10-5
1.5
x 10-4
MW4
2.9
x 10-5
4.9
x 10-5
MW5
2.5
x 10-4
3.9
x 10-4
Source: ESE, 1983a.
2-15
GDU.3/GMP-2.7
10/07/84
flow at an average rate of approximately 180 feet per year. The
eastward flow is considerably greater than the southward flow and
terminates in the Indian River. The water table was unusually high for
March because of rainfall amounts greater than normal.
2.3.4 Water Balance for Infiltration Ponds
A water balance was determined to calculate the existing infiltration
rates for the three ponds. The plant flow going into each pond and the
rainfall were measured to determine the daily inflow to the ponds.
Surface water evaporation from the three ponds was measured at the site.
A staff gage was placed in each pond, and daily readings were made to
determine the volume of water going into or out of storage in the ponds.
The infiltration rate was calculated by adding the inflow values
(rainfall and plant flow) and then subtracting the evaporation value and
the value calculated for daily change in storage.
The water balance data indicated that Ponds 2 and 3 functioned as one
pond; therefore, these two ponds were analyzed together. The current
infiltration rate from Pond 1 was calculated to be approximately 0.078
million gallons per day (mgd) operating at an elevation of 24.4 feet
above mean sea level (msl). The total infiltration rate of Ponds 2 and
3 was calculated to be approximately 0.021 mgd operating at an elevation
of 23.5 feet above msl. The operating head in Ponds 1, 2, and 3 is only
about one-third of the design head for the ponds, and infiltration rates
would be greater if the ponds were operated at the higher, design head.
Daily infiltration rates for the ponds are presented in Table 2-5. The
daily water balance for each pond during the test period, with back-
ground data and field data generated during testing, is presented in
Appendix C.
2-16
GDU.1/GMP-VTB2-5.1
10/09/84
._ Table 2-5. Daily
Infiltration
Rates (mgd)
Date
Pond 1
Pond 2
Pond 3
3/15/83
0.074
0.007
ND
3/16/83
0.105
0.025
0.042
3/17/83
ND
ND
0.026
3/18/83
0.102
0.010
0.012
3/19/83
0.009
0.022
ND
3/20/83
0.154
ND
ND
3/21/83
ND
ND
ND
3/22/83
0.73
ND
0.012
3/23/83
0.113
ND
0.023
3/24/83
ND
ND
ND
3/25/83
0.130
ND
ND
3/26/83
ND
ND
ND
3/27/83
ND
ND
ND
3/28/83
ND
ND
ND
3/29/83
0.014
ND
0.008
3/30/83
ND
ND
ND
3/31/83
0.056
0.042
0.016
4/01/83
ND
ND
ND
4/02/83
ND
0.027
0.028
4/03/83
0.026
ND
ND
Average
per pond
0.078
0.022
0.020
Average
= 0.021
ND = No
data.
Source:
ESE, 1983a.
2-17
r
r
GDU.3/GMP-3.1
10/09/84
3.0 WASTE CHARACTERIZATION AND SITE WATER QUALITY
3.1 WASTE CHARACTERIZATION
Wastewater influent and effluent have been analyzed for BOD (5 -day) and
total suspended solids. The results of these analyses, including
removal efficiencies, are as follows:
Effluent Facility's
After Disinfection Design Removal
Influent Average Capacity Percent
Parameter ppm ppm lbs/day (lbs/day) Removal
BOD (5 -day) 211 18 12.6 450 91
r
Total 169 3 2.10 450 97
Suspended
r Solids
3.2 SITE GROUND WATER QUALITY
Ground water samples have been collected from each of the five monitor
wells ori three occasions: March 30, 1983; July 1, 1983; and
,., September 26, 1983. The results of the analyses on these samples are
presented in Table 3-1.
r
In accordance with the Plant's Operation Permit, Monitor Wells 1 through
5 have been monitored for BOD, chloride, total nitrogen as N, nitrate as
N, and ground water table elevations at time of sampling. Of the above
parameters, only nitrate -N is included in 17-3.101 ground water
.. requirements; and as shown in Table 3-1, all monitor well data are in
compliance.
r
3.3 SURFACE WATER QUALITY
A surface water monitoring plan is being developed by ESE and will be
implemented following GDU approval. The results of the monitoring will
be incorporated into the ground water monitoring plan as they become
available.
r
3-1
GDU.1/GMP-VTB3-1.1
10/08/84
Table 3-1. Summary of Water Quality in Existing Monitor Wells
Monitor Well No.
Parameters
(mg/L)
1
2
3
4
5
(Ambient)
BOD5
3.9
5.8
1.7
2.6
6.4
Chlorides
139
228
76
69
165
Total Nitrogen
2.5
2.83
2.1
3.6
1.5
Total Organic
1.3
1.1
1.2
1.0
1.0
Nitrogen
TKN
3.1
4.2
2.0
3.6
2.1
NO3-N
0.02
0.02
0.08
0.02
0.04
NO2-N
0.01
0.01
0.01
0.01
0.02
NH3-N
1.8
1.6
0.8
2.6
1.02
Wells sampled on 3/30/83, 7/1/83, and 9/26/83 by plant operators.
Data by Orlando Labs, Inc.
Source: GDU.
3-2
GDU.3/GMP-3.2
.. 10/18/84
_ 3.4 POTENTIALLY IMPACTED GROUND AND SURFACE WATER SYSTEMS
Two potable water wells are located near the site: one well approxi-
mately 600 ft from the proposed ponds with a depth of 647 ft, and
another well 1,000 ft from the ponds at a similar depth. The construc-
tion details of these wells are shown in Figure 3-1. These wells were
constructed to supply a water treatment plant, which has been phased
out, and are no longer in service. Discussions with South Florida Water
Management District (SFWMD) personnel revealed no other wells in the
area.
The approximate distances of surface waters from the site range from
300 ft (Schumann Lake) to 1 mile (Indian River). There are no indica-
tions of any current or potential adverse effects on ground water or
surface waters from operation of the plant.
M
M
M 3-3
390'-
647'
90'-
647'
CASING
LAND SURFACE)
6-rwcn UTAMt i to a i ttL CASING
y (ANNULUS CEMENTED TO LAND SURFACE)
/8 -INCH DIAMETER OPEN HOLE
Figure 3.1
CONSTRUCTION DETAILS OF PRODUCTION GENERAL DEVELOPMENT
WELL 2 UTILITIES, INC.
SOURCE: GENERAL DEVELOPMENT UTILITIES.
3-4
GDU.3/GMP-4.1
10/08/84
4.0 PROPOSED GROUND WATER MONITORING PLAN
4.1 PROPOSED MONITORING WELL LOCATIONS
The monitoring wells recommended for sampling are the existing Monitor
Wells 1, 2, 3, 4, and 5. The locations of these wells are shown in
Figure 2-3, and the rationale for the monitor well locations is
~ discussed in Table 4-1.
4.2 PROPOSED SAMPLING PLAN
The sampling program proposed for the Sebastian Highlands WWTP includes
analysis of water from each of the five wells on a quarterly basis for
the first year and semi-annually thereafter. During the first year of
sampling, water samples will be analyzed for all parameters covered by
.. Federal and State drinking water regulations (primary and secondary
standards). These criteria are listed in Table 4-2. These data will
serve as a baseline for determining parameters to be analyzed in
subsequent monitoring.
s
a
4-1
GDU.1/GMP-VTB4-1.1
10/08/84
Table 4-1. Ground Water Sampling Station Location Rationale
Station Siting Rationale
MW 1 Location to the west of Percolation Pond 1
is on edge of zone of discharge.
MW 2 Well downgradient of Pond 1, within the
zone of discharge.
MW 3 Well downgradient of Percolation Ponds 2
and 3, and closest to Lake Schumann.
MW 4 Proximity to Pond 1, on edge of zone of
discharge.
MW 5 Upgradient well to monitor water quality
upgradient of the site and obtain
background water quality data.
Source: ESE, 1984.
4-2
GDU.1/GMP-VT64-2.1
10/09/84
Table 4-2. Parameters for Analysis
Alkalinity
Ammonia (un -ionized)
_ Arsenic
Coliforms (bacteriological quality)
Barium
Beryllium
Cadmium
Chlorides
Chlorine (Total Residual)
Chromium
Copper
Cyanide
Dissolved Oxygen
Dissolved Solids
Fluorides
Hydrogen Sulfide
Iron
Lead
Manganese
Mercury
Nickel
Nitrate (as N)
Nutrients
Pesticides and Herbicides
pH
Polychlorinated Biphenyls
Selenium
Silver
Sulfate
Total Dissolved Gases
Zinc
Sources: ESE, 1984.
FDER, 1983.
EPA, 1974.
4-3
GDU.1/GMP-REF.1
10/09/84
REFERENCES
Bouwer, H. and Rice, R.C. 1976. A Slug Test for Determining
Conductivity. Water Resources Research, 12(3).
Environmental Science and Engineering, Inc. 1983a. Sebastian Highlands
WWTP: Results of Hydraulic Analysis of Percentation Pond
Capacity.
Environmental Science and Engineering, Inc. 1983b. Sebastian
Highlands WWTP: Results of Phases I and II Repair Design of
Ponds 2 and 3 and Hydrogeological Studies.
Florida Department of Environmental Regulation. 1983. Water Quality
Standards, Chapter 17-3.
Freeze, R.A. and Cherry, J.A. 1979. Groundwater. Prentice -Hall, Inc.,
Englewood Cliffs, New Jersey.
Hvorslev, M.J. 1951. In: Groundwater. Prentice -Hall, Inc.,
Englewood Cliffs, New Jersey.
U.S. Department of Agriculture. 1978. Soil Survey of Palm Beach County
Area, Florida. Soil Conservation Service, Palm Beach County,
Florida.
U.S. Environmental Protection Agency. 1974. Safe Drinking Water Act.
National Interim Primary Drinking Water Standards and Proposed
Secondary Drinking Water Regulations.
U.S. Geological Survey. 1958. Groundwater Resources of Manatee County,
Florida, by Harry M. Peek. RI18.
U.S. Geological Survey. 1975. Water Resources of Indian River County,
Florida, by Leslie J. Crain et al. RI80.
APPEOIX A
Soil Boring Logs
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 3723318
JOB
SHEET NO.
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DATE
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-' GAINESVILLE, FLORIDA 32602
(904) 3723318
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SHEET NO.
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GAINESVILLE, FLORIDA 32602
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GAINESVILLE, FLORIDA 32602
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- GAINESVILLE, FLORIDA 32602
(904) 372.3318
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GAINESVILLE, FLORIDA 32602
(904) 372-3318
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GAINESVILLE, FLORIDA 32602
(904) 3723318
SHEET NO.
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OF
DATE
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GAINESVILLE, FLORIDA 32602
(904) 372-3318
SHEET NO. OF
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ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
SHEET NO.
CALCULATED BY
CHECKEDBY-
OF
ROR/NG
G/Jv.- SEt�AS?/iq/t/ ATCY.aNr
_pGrTFf_
0ESCA1PT/0N
840w GOU/Vr
6 " ina'ervalr
0'- a
/ 0 Y R 613 Pale 6roNn Fine S60
wllH some /eaves and "04106
/v 3� S, 6
s,;,9Je-9rc.frlod, dry, /UP, NC (sP)
/'- a/
/0yk 3// Very dar/c 9.teV {ne
sand w,lk low Pr9an,c F;�e c,
V. s/, caACrion, N/',
7ew_ 4wi9S
2 - y'
/b YR 3/1_ very donE grey {r7Q
sond 6viA /ow olyo.tic. fines l
V. '74 eohesl6n
Y
/0 YR1119Af grey. C/(?cn medi'vM
/o?1/71/9
s6nd._wrM some /O Ya 31A V. der,
9copsA- 5rown _molilos 6✓"A veru
Aw coAcsion GrcY send !s n04-
col,ca:ve, N12.; very mo,sd' (Sri)
/0 Y? 7/, 4igh� 9rov c/c-Gn rymed),
35 VO! 36
Sand fcr. v. A. 4/own rnof/� %r,
i
NG,/✓�, .very. cno�sf (SP)
/OYR 3/a)) very dc.•h 9.ey,sti - 6,r 60'n
0?7, asp as
CP/�"rG'n7Cd JGAd W�d/i !!a✓1. OV6lJ
NP, $if O»QIV GohestvP rn0i eG.C�/f
ciushcd �.,lb f`nyets ino.si, cvornb/cs
�SM 7
1F00.Cfml lx. GM Mm 01471
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372-3318
SHEET NO.
CALCULATED SY
CHECKED BY—
OF—
DATE
DATE
ROR//V6 #6. con/,'n.ved 7//l€3
6,d//- 56Baas AN ATCVAAr
_,OEP7N
R40hl COV&7,7
/S'
/6rR 3/9 I/'e/-,p d f. 9reyisA gown sand
e /Y 13
WOW /ow _ ogcmi- _{;'npt, sf M04i �
s/�'ghf cohcsiarl, A/!� �SP- SNt�
V.
//ry
nom- ple's�l'c.i _Go x,70)4 SP)
/OYR $/3 X?fcwln 7e,"ne slv re-nd-,
V., 6, 7
A�
as.o' GO,Q
ESE SHEET NO. OF
P. O. Box ESE
GAINESVILLE, FLORIDA 32602 CALCULATED BY DATE
(904) 372.3318 CHECKED BY DATE
SeFaA,sr/AN_ _ ATEVANr_;
..DC-PTFI_
DES[RI1v71QN _.
akOw covn/r.r
6••in ie�va/r
/9YR-51I 6rvyiJ; -...b/vv-vl FNN .3'./n 9IP - �IG n' ('d SGr10
HOn - cokes ve) NP,.. drv'' 100.le.
/0YR31/ rJci/c grey, {o /.ayeS%I.-6z ry Fie _1
5// V/ -s
9/P>. 9rGenQJ Jdt10'a I10�t,:..c6/7P1�✓@� N�.v, ✓NGIci: �$1°J
_. ._..
�% _. irli�t..... irGcte :off _._._
6/ .............
_
sr/ 4 v..SL; ceGrsr:va/ . /�%/��P� _.....
__ ......
i
..
YRy/g Dui/c .9rrytih- �raNn {�»e sGn ...wifh: �i�a
B'/.Ol
_
QO _51"/ 77 40 /1 - c O.LI O i
/0 .
/OYRah 9/44rk send wl4h. /ow. silt. end A
351 F'3
cPmenii�1G� ctu,mDvT mod, cohes,t10n, 1V molj4;
(m,ddJL- /2
^
....... _.....Some
Iran odor _(Sp
_
srlf� rlan_cohaSive/ Nr', . very . Mo)si (s?)
_
rf /
16.1- ccQ
$ weM �(4ee
/0YR �a 6ray�.ih-_ �i/ow-n very F'nc srnd
a6 {ncs/ V. SI, tolneJiv.cl _ /V/') very mo,a� (SP)
ESE
— P. O. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
SHEET NO.—
CALCULATED BY
CHECKED BY—
OF
7 X3
G/w.-_ Sc r3AS riAN _ 14 TEV.a Nr .
n�aH nic rr r eun
4
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 3723318
SHEET NO
OF
CALCULATED BY
DATE__—
CHECKED BY
DATE
SCALE
0'- a'
.GOA/N6 # J 7/43
6/061- SC-iaAST/AN 14TEvav✓r
IJEPTN
OESCRIlvi/ON
a4OW COVIVTr
6 ff
f V4/f
0'- a'
/0Y/1311 very de'x grby fine send 4-'/1A1 /oma 019cnfc
mePcer^ 6omieaf, hon- r-ohes"ro, NP, S/, mmsg/ 100SE,
(SP)
c2'-vr
/O YA 5/I Grey Fine siayle-'rGrned Sono w1/4 some
df.ih 9rOV sffC6.ks / nor- coheP 'Q, N/'/ wd (SP
y �6'
/oYR s// Grey 40 /0YR311t/.dc.Fk gmy 4sand
w)Jh TIre,.co of rj'j} in der/(er non-roAerioe
%7) 7
'�00rti6nr)
/vr, wed' (sP)
6 - �
/ovR 511 Grcy -/c, /0YR311 v. Berk grey the Brno
WILD, �r"(. o/ silt in dcrlccr po/f)orl J Hon- coheSl{fe/
5 7/ 17
/1/Pr We� (SP)
S - l0'
/0 YR 5// Gre/y Yo /0 YR 31/ v, dar/ 9rny fne Sund
I^ IA /ruCC or y/'H %N der,(or �porY,on S, nylo-4oheliLP,
GG
;?(2) a % so
/VP) wv� r densa
/3'- /S'
/0 YR 61Y llgh/ yella"I, A- O10r0n very rpinC "51 /e -
5l 7
grrnlnod Sand/ 1-C4oli/y & :Ae4
Urea /V1'/ c,✓ei (S/°
ESE
4 P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
SHEET NO.
OF -
CALCULATED BY
DATE
CHECKED BY
DATE
-.1 nW ...,.
k
ESE
P. O. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
SHEET NO. OF -
CALCULATED BY DATE
CHECKED BY DATE
o'- a :
/0y9513 13n „ t,%,e. s,.,&) le'- goo od Sc-hd
-:_.._
non to%esf✓s� N/� rrmom� . . ............
LO YR .y�l boe-k groj ;rhe 40n a-'.tfl face . _
cij %r7
.
:nor - cDbe»'vc /Vr' r"wst
_ ..
--y-- 6
_ . _ .
/_0 yR aha : Vert/ doek
7j 3j 3
SI.l��
-- _ _ ,. .....
(SP�
(SPY _....
—
7, /4j /0 _
—1 -..
51'��y v Sl•.. e4hts.rilre iv%' Defy . macs} `S1P�
......
_
g_ /0-
/O)eR 3%a vert/ dcr/c greyish- Srown med err -ane
7) /0/0 _
U.c/V lMo)3� .. .... ....... ...........
i
l5.j
10YR 3/3 .
.._........ ....._...-
_.1Q14.SPf'r ) .5'0.71.,. V01Y 1,V701Ji (SC) :,-.. ..
_.. ..
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372-3318
SHEET NO. OF
CALCULATED BY DA
CHECKED BY DA
C3001Al(> // 71s/�-3
Gw- SFx�Asri�N _ ATCvary.r
06eOTP
/JESCRIpT/ON
/3Gpw COVA *
/of
6 pp
7.5YRG`/2 Plrlhsh gtay d!V /ouce 'Ting
OrG I Itlto Send (5p) ..//
a/- y
7.5YR y/A, `Joh QTVI"n Si ng lo- )/-Z0Itied .(;ne
3.� 3/
so -„d, non- cohe,rfvQl NI ma's.) (sp)
�0 YR S/A 6rcy,'s1 -6ra,vr, -lo.715Y? 31--,
dc,X -. ro,, : scnof _ v,}h.__/ow _sd/
non - cohes%Ye., N/9, won (sP)
6 - $
6.0/-. 7./' _/0YRSIa G'egsh Er n. 26nd,
Gels th6n
non-e�he,s/ve N/', we/. (S/P)
! 6/0w per
7.5 Y9 31a %%U.4 drr wn S&n d
6" /A !Pr 4Gl
L~141 /0)" ,silt, S/. coh�st'vr, NP, dr/4.{cn)j
wc-f (SI'
5.'- /o'
7.SY93/9 Vc✓% 6rar•n tIne send w�
a, a, 3
_/oW s/lf, S(' coGres�✓�, /(/t', ac-g (s/p- Sri)
/5'
7. SYR �/A Very deAf &0rO ? f%"ne S-Und
I -vi A /ow 51-ly, a/, c0heslL/o , /VP Wim}
(SJR --5M)
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
QO/ wc- # /l : coniinved
6/w:- Se--d3AS r/AN I . .
SHEET NO. OF -
CALCULATED BY DATE
CHECKED BY DATE
ATEva yr
/JERTN
DESCR/lv7/QN
, 4OW GO(/A/Zr
6 rr in ��r va/t
/8'- 190
/oy/? a/a . vPry -olrr� 6vv�)7 ine ro.id tic,)A
31 y, 6
�cztc v/ illi non - cohasrin, . Nr� wo/y roolli (SP)
a3' -air
_ /oyg vjol Ocrlf greyish- blown 6A0 r4-,nd wl)/i
6, s y
_.
}cute of silt: nun-cohe��'vv� .A P,
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
SHEET NO. OF—
CALCULATED BY DATE
CHECKED BY DATE
BO,QIA/6 #// aonyinucd 7151$3
G/JU -SEA QST/AN _ Ar6v on..r .
oEPrN /Jcsc�/p7/0N covr✓rs
ZS YR /Oz/J��E door -n �n� �c coc�re ron� 51/3 /S
WA_ /o „/ s�l�, . s/_ c o��s� ✓r J fir'. wef, _ s/.
/-/O/-e, T41?M/NA769 _AT Qo.O -.CiIT ._CAUL
01V VIVL/76N7IF/BD _ORLICCr
wmuTmH ®ia. uva m oun.
JOB --- —
ESE SHEET NO OF
P. 0. Box ESE
GAINESVILLE. FLORIDA 32602 CALCULATED BY DATE_
(904) 372-3318 CHECKED BY DATE -
,GORln16 :;6� /a 7//1€a
60(/- SC-aASTIAN ATEv )vr
IJEPTN
DESfRlp7/On/
&LOW COVIVTS
Err iA ier va/r
0�- a
7.5YRNa10 /3/a.ck mucky scud, orYen;
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
JOB
IOCnTN
SHEET NO
--
- OF
CALCULATEDBY
_ DATE
CHECKED BY
DATE
SCALE
S 0" 6
.GOA IA/G ,�, /g Goniihued 71/83
G/�1/- SC-BAST/AN ATEvan/r
IOCnTN
oESCRLp7lON
a40W cOvn/rr
6 sa iafva/r
i 1
/� lG
/OYR3/3 %�t�� �rov n r�Nri/um /)' 1e vp q e _ -a nc✓
S 0" 6
,fund, non - e,LAas,ve, /v P, very rnbl'st (Si')
le,
/0 YR 1/3 k o�mvd,'gym 4nQ ,rand 0/
r1/f, non-'foAgvve, vvp 3 we/ rSP)
/S'- c20'
/0 Y9 51Y ire/%wulr - Chown me Jinq/e- 9r'6Jn04
JWnd, Mn- coheslre, /vp.,Wek (SIP)
1 20'_ IgI
/0 YR 5/y fill,SA 9rOwh ane Single.
nan- cohs.rA0J SP) wc> (s'p)
02' .24
/OYR S/a G/eyrsh- 6rawn 4)'40 - 9rc;nc°d
5) % %
/sing)/o
son d! non - co/'csJvo.) /v/'l' ld0} (Sp/
ay!-�6'
a�' as' /OYRy11 Or,,, grey sand �1Ih /oar Tdo
S/. cohesJ'va, Nr, AJ -S,-l)
2s, - a61 /0 YR 9/2 Grefnsti - bravht 1,ne zvJ 2/e.. 9,uincd
su dr non- rokesiv,7 /1/1', wd yb�
06.0' !F G&
1
G%LOund wifor /c'vC/ c 0,6' 4,), ./ Jvr4'ZC'
_1 .f3 0/2 w o l3 7/8�Fr3
G/w- SG-aASr1AN 4rEv41vr
1JCP7N I OESCR/lo7/ON R40W COVIVrr
6 rr
in {er va/r
0�-a✓ TSYR S�a Jirown medv,n fine Sbnd Wrfh lrcico '?1Y� r
d afrrij6 deb/is, Srnq%e -9rainod' non,- c0bCs1'✓e� 4%),
/Ouse (SP) !
/ /
0- y /0 YR Y/a Oce
/c Ireyish -brown �i�P s1g9%e- 9�o ne� a� 07�
sond, non, cohesiLoj NP, /Y70r',3A (SP)
/0 YR y/1 /Jcr/c grey Fine sono) writ+ lreAcc a/ I 31.5/ 7
Sil#, V. sl, cohesion) N/', ✓ho,'s} (SP)
l 6 - ss' IoYR yl/ /�c✓% 9roy rnC 36nol %v A /ow vh S/. 7 // y6
—II 'r'ohesrU"i Npi (S'v-sm)
i
/0 /O M a/a Ve✓ p dc.,,F 61'owh 1)"ne Pori W)/lr oro✓
Silt S/ cohvsTo n /(/p, rno!'at (Sn _ S/y )
/0'-A2 /0Y12 aI/ A511e G-4 sorid LviA /ow v11, afyewG o0b,',
sl. �nhes�'vo� /VP moist (Sp -Sn)
/0 YR 10 Vr-ow•n single - 9roine) Med ✓no ne son /0"//, /3
A70n- cohva'Ve' /VPD mo�sf �SIQ1
JOB
ESE
SHEET NO
OF
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
CALCULATED By
DATE___
(904) 372-3318
CHECKED BY
DATE
SCALE
_1 .f3 0/2 w o l3 7/8�Fr3
G/w- SG-aASr1AN 4rEv41vr
1JCP7N I OESCR/lo7/ON R40W COVIVrr
6 rr
in {er va/r
0�-a✓ TSYR S�a Jirown medv,n fine Sbnd Wrfh lrcico '?1Y� r
d afrrij6 deb/is, Srnq%e -9rainod' non,- c0bCs1'✓e� 4%),
/Ouse (SP) !
/ /
0- y /0 YR Y/a Oce
/c Ireyish -brown �i�P s1g9%e- 9�o ne� a� 07�
sond, non, cohesiLoj NP, /Y70r',3A (SP)
/0 YR y/1 /Jcr/c grey Fine sono) writ+ lreAcc a/ I 31.5/ 7
Sil#, V. sl, cohesion) N/', ✓ho,'s} (SP)
l 6 - ss' IoYR yl/ /�c✓% 9roy rnC 36nol %v A /ow vh S/. 7 // y6
—II 'r'ohesrU"i Npi (S'v-sm)
i
/0 /O M a/a Ve✓ p dc.,,F 61'owh 1)"ne Pori W)/lr oro✓
Silt S/ cohvsTo n /(/p, rno!'at (Sn _ S/y )
/0'-A2 /0Y12 aI/ A511e G-4 sorid LviA /ow v11, afyewG o0b,',
sl. �nhes�'vo� /VP moist (Sp -Sn)
/0 YR 10 Vr-ow•n single - 9roine) Med ✓no ne son /0"//, /3
A70n- cohva'Ve' /VPD mo�sf �SIQ1
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
SHEET NO .
OF-
F-CALCULATED
CALCULATEDBY
DATE
CHECKED BY
DATE
SCAT F
/u -l6
,OO/?//1/O #t` /3 cvnhnvd 71&lk3
60(1- SC-41AST/AN 4rFv'4Nr
DC-PTN
065CRlp7/01v
040W COvn/rs
/u -l6
/ov2 I//a !talc g��y,sh — b�awh 4�� S�.,d w,tl7
/6,,20 as
)
low si/t 3l, cohPs/va) NP vvry inol's (sr -s/"!/
/6'- IS
/QYR 319 Verp dark 9ro6i drawn /)'nc fond r/dA
/0/
low silt, v. sl. cohQsivo, N/' wok (sn)
i ' _
I/� a.0
s, i+
/OYR y�3 /drown {iia sand w,YA fi'�cc o/ l ,
/5 /G /6
� /
L1, r/, cohvsirro NP) vcry mo,a} (Sp)
ao'_ aa'
/0 Y9 Y13 /6Mwh �)nc Sond wyA 7lc,cv a-/ Jdi,
V. s/ caheslvc) N/2' very rno,s/
Jaa'- aye
/OYR y1a %Jerk 9roY15% brown med,,,n 4)nv, lln9lc-
grained svmd) non- ceAcs/pv/ IVI wci
1
AV- a6 '
/d %R y/A ,Cio"k yrey,s� -brown Med,vm lime ,piny/c
//� //j 13
9r4l lCd Se. r? non - cotivs�vo� AIP) wcf (Sn)
i
J
026.0 C 0/3
I
Ground wele� lava/ = c2•/' bvl�� sur{c ce
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
SHEET NO.
OF—
CALCULATED BV
DATE
CHECKED BY
DATE
602/1V6 # /f ��s193
6DU7 S65649P,9N ATCv4,vvs
OC-PT14
D&SCRIpTIOlV
940W _GOVIrr
G �� infarDGlr
7.5rt?s1A 13<oL..n {?'>7L S,;1g/e- 9/,4;/,czd spn
a/3
non.- cohesive /V/O/ dl -y, /Dorn. (SP)
7.3YR5/0,
san:d). non -GoAed,i ¢ Ni', . dr/ (Sp)
3.5 - 3.6 7. SY911 , e' --A 6raw)q {rle jend
/re.[6 OP._ S[/7t.� NO. h.-.:.COhe,r)'YCj.../VP�.MO,SI
_..
3.6.- Y,o' /0Y2 Y// /Jerk yey mod7�w Fine,
d/n9le - 9ra:n1') je."d, .�orc-cohPs,'veJ mols�(sa)
V - 6
Y-0/ $.0/ /OYR_ `l//' Oer/c grey I77G7's so✓IO
Y% 33�
5,0- _6.0 /0 YR `l/A '0&d' 9reyl'A- 6ron.n
semen fod acmd v~;rh 1�-GN odoo 611'41,
1{/'0n9/y-CoAeS/v0,. v�Gn- r�4sf1 c iho,ar (sm)
6 Ff
/0 yRa/a vett dc�/o �iuv✓» %ne send
8� `6✓ l0
w,44 Si14 s/. cohesiv-a, NPII wel
8- /D v
/0 YR y// d�r(c c/ray r-e)r GhQ l/Lr rend
7 P r
W/fn . I. rate 0'6 sl/71I/ r7o-ly)- cJJohNs,'v('�
A119) Wei (sp)
131-151
7.5YR 3�a 1jerX &OWn fine sond W/A lre'(e
0/ sett, hon-cohesi✓c, /Ne) we
GINpAi HMI/hoes, 1rc Gxm. Mm 41,11
I
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904)372-3318
SHEET NO.
CALCULATED BY
CHECKED BY_
SCALE
OF—
DATE
DATE
,60R1N6 #A' conlinvcd _ 7/SIS-3
6DO - SCBASIIAN A TFrAMr
oc-pTH
4?40w covryrs
6 ��
in�err(/s
;toil No 6limrle ief4lned even w/A sande_ cc.le-Acr
Y/Y/6;
in s�n(ir �i000nj Pcesvmch/f .wcjj_ sand
do.S�--aa.5 -7. SYR 512, /drown t(5 7. SYRo/-/ hro/9
II ...Fine... SG»o)�. soremP .ri%f �a�ween _a /•S�ond___
/Ir,e sGrid L.-)
-, y/v_
AGLaS,urnc.l /0P 5c'r__ lr,��i _ 7rAr(t 011 yil� AU✓l -_
c,bhes/vo) Alp, Wei (s/'
vxmcrmH�iz.. c,m� wa alai
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
SHEET NO.
OF
CALCULATED 6Y
-
DATE
CHECKED BY
DATE
SCALE
/0Yfra1l _ alAec e sbnr%V muco) eorlsiJo 60c
am- yr
YRSI.Q )aro,-n mneJ,',nn me s/fq)e-9iz'k7od,
scn dj moll}, 40n.- cohestire, NP (510)
Y,- 6
/0Yfra1l _ alAec e sbnr%V muco) eorlsiJo 60c
vr96n c maYfer/ - cohesive) Nn, mo)j7 Xo.Tlt (Sp -Q4)
/0 YR 319 Very dor/c 9,roy)4h kzv- . t94 (9 rend
W/A low omou/Iq.r 0/_ oiy"h.)c &7e-y�cr5I. Goh&v've
Fs� I6
4ley,sti - brown.[oYRs��) s,'n916? 9t641ge�
_.... ._..
sono'.. W/1.4 froca of offyA..,.c '"cd/c."4orl
auhev've, ,_Nt2 Lvc p (st')_
/0'- /0-i
/0 /R S� _ 6i-eymsk -trp&~n S/ng)e- �Fwt jp) f,ne
6,o6) %
s&r,J, con-_cohcs)Ve) _�/n, very 1"o si (SP)
drown fnv sz.�o' wmtti �i-oce cY
PMfiAT i Im.. Wm, Mm 01471.
ESE
P. 0. Box ESE
GAINESVILLE. FLORIDA 32602
(904) 372.3318
SHEET NO.
CALCULATED BY
CHECKED BY—
OF
DATE
DATE
s 0/t) A/ e ;66 15 Cod/nvdO 1583
6061- Sc,aAsTIAN ATCVANs
1JEn7N
0E5CRIPT101v
&OW COVA/T t
6" iil der va�r
/y�
5 y 3/2 bcr/r /7fc,r r*,Anc- SGyToI tv /4 4-dre v�
7,
S/lf, �vn-�/ieJ�vos A/P, vvJy m6Jrf (510
/0 YR 5/3 AL�J-o. n {ne 5J-nO%-yrG,ned sonol, no✓?-
l
c�hes.'v�, Nom, wei (5p)
/(-aoJ
/oyRy�i Very fine sc.,d In/4 /ince o{
/%
d!'9GnTc si��J S/. co%Os�on, /j/i'� Vw�y inoisf �S%�'SM�
101- 9a
/OYR Y// Very de,,4 rcy tly?L, Sdn) W/fA //rep Ot
7J y� /0
O/yG4,c s./), y /1o4- cohvs/vp, NP, !/9/y MOtS)' (s)o)
aa'-o2u
/0YR513 13rov"n 7'A1(� sing/�_9/a nvd sum /Jon-
6'j 7/ 7
coh�sJvo Ni'', /vJ� (s/O)
av - oZ� '
/OY/Y y/o2 .Oae,�
13 /v/ /e;
,7&4d) AIOY? - cahasA vi
50S Ar 16.01
6/ovrid ulder Avc-l = a.Y 6E%or. r( if Q
ESE SHEET NO. Of
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602 CALCULATED BY DA
(904) 372-3318 CHECKED BY DA
. . . . . 7/7/ 3
D'c-PTN
OESCRIpT/.QN _ _.
,OKOW_GOttn/r.t_
rr
6 �gi�rva/r
1
0�- 21
/oYR611 Grey io /OYRY/l. lJc�-E prep (100 Soho!
Ckf4e, . afreelu AC'u% / ce -0/ vf96n'� n4 glcf-
/0 yp
/0%R 6/2 . Ugh/ /rown;s4-. grey. lnedtvtn- ane i.nglo_
y��y
9tarnC� .srnnd� non-coitos.ve� N/'
/OYR 513 ._ Rra err_;_ >"ne S�nlb? , 9caanjod . Sandj ._nom! ... _.
/ 7j cL
/O YRS/o2 6reyrslr/'ne __.xond ',"A loj. s lf�...._.
/_Sy�l3�.lQ
coh�riYe� Nl?r
FTS- /D
/0YR 313 /kr/c brawnne S&ndr non- cohPcive�
/c?.
single - 9iU/ned, Nn,
k /
13 '- /5
/0 YR 3/3 D( -/r %rein. f'nc s6md) nOr1- c-Oker"ve)
S/nyle - q.ru/nod NP) l,,et rs�%
/0-,- oi0
/Q YR 611 6iey sand Lv)YA c. z�w dcr4or
7) //
_
tlon- cohex)ke; SnylP-%/G%YI[d &- lA (sn2
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 3723318
SHEET NO. OF
CALCULATED BY DA
CHECKED BY DA
EO 4 AT 50,01
6vovnd wc.lec /evc,/ ct .0.4v SeI�H, sor{r-ce
80AIA16 comtlnoe) _ 7/783 .
612V.—_SC-DAsr/AN A:TEvaNr .
12EhTll
DESCRllo7/QN
a4OW COVNTs
rr
6 ��I +fir val•
/ora g/l rsfey To /oYP LIII Dr', pwv w,/A
��G(o Gf silt ;„
Wet
a$�-30v
/OYr?S�/ .,G�.eq sire/e- 9�U;r,c�d .ver/. %ane ,J�nd widyi _
a�.a
'ahc-s)irer Nr; we/
3.3� 3S'
z yg_Y/1 .,G1oy fo ._/oQykD�z dam: 6rnw.,. nc., sa+,c%
39-�VOr...
/0YRy11I Grey �o..LPYRa/2. �, dori �rmrn. {nt so -n,
G,..10.
__ ._....
_o/, Sdt., non:-_ cohas;vo Nt2)...mei. S10)
—
Y3yS/
SY53 Olr've med,'�m send c✓1/�j
.._
/M(e. /j/ -rmed. , s-h..e//. JO'Gg»fnn �.� n.a�1.._. co/i:e�i✓a� _
__._
nq"-_p/aI�ic (S/O)
Ye' --S0-,
10YRSII 6fey /»N�ivm swnr) w t� clay C617PJ rP�
a� ya
rY10d, /'OAtshc .�.
EO 4 AT 50,01
6vovnd wc.lec /evc,/ ct .0.4v SeI�H, sor{r-ce
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 3723318
SHEET NO.—
CALCULATED BY
CHECKED BV_
OF _
DATE
DATE
aonliV6 as
51261-- SC-aA:s r1AN _ 4..TcEVA1vr
DC -P714
DESCRllo7/QN.
R40W cOveIrs
6 IA ��r vale
D�
/0 YR 0/3 hulc. bror--n dna. ringlar 9rue'neo% 44e
/�. /�.Z
,Sand] n on - cahesr'va� nOY7.10141b�, dl -y) 100sv ( SP)
/0 YR 5/3. cow,. Fie .ni qk— ,9rz�/nvd Ya-nd non-
_. �� 311
-c/
/0YRylo2_.12er/c grey/,3h-�,or n fin e. Sond_,).A :
3� 3 S'
ilGro
/0Y(N5(! y mod), M...'Aoe. se11910 - vw/nd sc"i
51 5j
wn- cohusj�o� .N!'�
/0'
/0 YR �lg &pv
son rl� non - cuheri"ro �/!�� wrf _ lSl'�
/31 /S
/0 YR Y/a . 120,4 �1-ayl,SA- 6rowh . S'ne _ sond WIA
........... .
.. �'ru(e p/ . 310 170n -codaSlvej /vh Wc7 (Sr)
/S ?0
/0YR S/ ^ nv
3
n0ri - ehus,i o� Nn.� wut (sp)
i
a3 -c2$
/D YR 613 /talo (,own rnv Sin9lP- 9roined ,sand - non-
-2
eohcr,'re, /V/s' we/ (SP)
_ ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
SHEET NO.
OF—
F_CALCULATED
CALCULATEDBY
DATE
CHECKED BY
DATE
emi v
C30/i/11/G Dc2 ;con linved
Sc-aAsrlAN
7/S/83
ATEvaNr
I]EPTN
oES[R1F�71QN
84OW CO(1n/zs
:
6 iq fir va/a
26- -30
/0 YR y/,3
gown s,ngle-. 9ro)rod
6,1e sand
/0
cohes;vo
/ling wc-h CS.P)
J
33� 35"
a.5Y519-
GrPy,ilo-_blat.n _ Se n0%
WJJA �re4C0 a
s,/i) non-
cohe.u'v(?j NP, Uer.y..moJJ}
(se)
3S�-4ol
/O YR4�2
iJcrF Gro,,,ash- Troy
. ine _srznvf Sn9Ie
/a) l5
r �
(13 -yS
IOyR Y)'
,( /�
Dr -4 prQwA1ll q�Y _.hv
,si.�yh.- 9re-f od
/3y /7
sand}_ non_
cohes�'ve� Nn/
c/$ $0J
/0/RY12
0c" -/r 4iownJJti- 9rvy
.z)ne njny/0 9rwind)
Svc d nun
- Go/7NSiv�� NP) _Wo'p
�S''J
C -OO a 50.0
�iroun,
w�er �eVC� .= o2.$J
5@�Gk✓ Svi�c�.[P
r
M
M
Boring No. 1 -
Hole Size /
Slot
Screen Size
Mat'l
asing Size
Mat'l
Geologist
So.%.d
Date Start 3-9-53
Finish
Contractor
Driller
sHEE `,/ of N /
Location Coordinates N W _End. of Pw_j .Z
E
Filter Materials
Grout Type
Development
Static Water Level
Top of Well Elevation
Drill Type Y
Depth
(feet)
Sample
Sketch
Lithology, Color
USCS
SPT
(BL/FT)
p_ /
So.%.d
Yej\OVI, r.e- yd, -500 0,Vz ,koosp,
Ary/ d1soo .
1-2'
Sa"Addbro
wh � c-I�ed�r rct -sub al^ q :• ,
V
r-
2 -2�5
6uhd
1 1
groy,-F;,�e-w.e,� qr/ ted.-suJv a1nq�N..'_�,.
I
215"
SdhA
�YoWh-Y2�101�l1r�e.-w. 2.C�.gj C�-8U�0.N%
w,od•deihse/ W6 X' �� c\e001-
T� 6
i
I
I
_ SHEET / OF /
Boring No. Location Coordinates N Cbrrjrt- of Pard2
Hole Size —Slot E
Screen Size Mat'l Filter Materials
;sing Size Mat'l Grout Typle
Geologist W,4ISONG Development
Date Start Finish Static Water Level
Contractor Top of Well Elevation
Driller Drill TypeI ALIT
rr
r
r-
Depth
(feet)
Sample
Sketch
Lithology, Color
USCS
SPT
(BL/FT)
T- S"
sand
ye\�ovt�-�,.�e-w.ed�r/ �-d.-sub o•,n�, d��i/
IdosO, v7/ gross
g�_,�•
Sad
�Yay;��Wh,�:��.-��y.��, �,.-S�b �,�,
dYy, Mock. Clef\ epi, a%\A-
��
6A wr rvie
2*1„�K
�~Ayi w%4L
v�o�s� w�od•dz�.se
I
ESE / D Q rS . SHEET NO. OF
P. O. Box ESE
- GAINESVILLE, FLORIDA 32602 CALCULATED BY DATE —
(904) 372-3318 -;3 23 CHECKED BY
p� T r{J'}r DATE
t vk &�0 SCALE
'/ 21�OUI�C�Jwh/tr'v2-w1�d �V./G{ry `oosp 5ahG� W '3'�
/-2' YOtUV1�L��hj�l Iiy C N^2G�{. ,d (1 �i YVIOC� G�2Y s� V-\
G�
��� �wn�yel�o� C-��.�t�jr�o�l5t��ine.`�Jwled���c�n� moc�•c�cr�se s ��c(
7�5
b�'OR INC 2
"' zlloW .sir.. '�irc-t�.ed r. d loose rod's sqh�
nP _ d
c �ayF�`+lne-MLd 4r,twl��f�, -f w�°�-voot� msd•cie.�se 5uhc/
I J `f
K 114 3- side m` �oncl 2
5 yellow F .hec/f wry, `vdsj2�,, 43 sahc/ r
�
6rvuJn� 7��eE?d:�� Nois%� T� M� Si7L�� IUrJ�S�yQrJ�f Q� nrr�1
��� 9t�Uy�.6.!'OrNn � -�G-MEG�gY.•..�"'/%�j ipC"-6/.P/Cc.S. 4'rwoed. �SWQ. P). .... ..
Ct ,D d �Ua allt � Self f y WG l
�f( "� i �1 en Qf �n JJ
pn.aI.- V97
-s4ine
OMING S- /V14) eh Q( c)f Pon C� 2
yellow s a�
,,,p
•• Wkkld-sI �J/ extr2/nC Whovn4- !`{ roO7sv deAs-e- y�S sw -`Oulid
✓s`� �yace o`t�Lrr Gn �ron.�idne,-s�rv�P'� V
(god amo•rF 04'15- sle';G 0'q norl-A read OfPo",a/Z ,6. AaVe nab
/7 J -a n
30" _ w ! - Valey *71N
3d M" r%
iNfbL'1AL1®IR.G .Mm 01111.
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372-3318
SHEET NO. OF_
CALCULATED BV OAT
CHECKED BY DAT
Aana z
S4M 45
s a,014 a %
V 7,411V✓r>711c la �n
3YIM
4s �O
/y VV Co/nem o-� 7Z
.......... .
R4�1 /L10S% OF T 60k11vQ s p 2
fool- $,pnicra s ys. or 7i/ �l.�G�o�_ Terms
OGY/ L Eo W/7"NTttE- QurFJ _ &044—S-'ZS
S%-J�- 45 /X,5. C'W-�!/V o -7;V,G- PRo g t. s ti .
'.i nn %O. 64 .....SVND JD /g..
-v'q-- 7fvn "q�vo wxb -- 18 2!
539/✓D - � 2 / "— 3a
MA,NGI�OfrW<ND v 6 Joao%S 9 53ivD 30'
r CCU" Aro-7- 0�7 iH;�
2/z - 3 � avovv,� I°ot.1D 2
ESE SHEET NO. OF
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602 CALCULATED BY DATE
(904) 372-3318 CHECKED BY DATE
SCALE
_ TOND /
r�i! e��Ovi Me -d fi e gra Yc�- Subanq� GOOSE Cjew�, Gtr y
/-3 sahcl, rowA-drayr nod- 7,, 6J �d-suh U.-9rvOd dense/ clean/d %
?- sak4 31M y,+we U-7-05r.� :1•� - svb uv�q�. 7 wwtd •, c), v., _clea+y
S'
PORING /Z LP z
80R/NG 13 S W Co r v-.er _
80RIlveIV dot
SA _ 7b s'
F6kA/ 2 /5 lb!� carper 0-F :6—xt5-7%h� �rd Pic
sif{y sahGr -coved (oe t i 1� �5 ��iro.uL`� ; nb�ww�ed— •ve �h,
st QII N 44�VK
L3
r a- -s b «w�.� cc rf- / C�ov. Cs o'Fs�yl�wrd P0. , cod
se f
w.s w... d' vye�fi ..e r•, rd- svb ay.9� rvlod• deh sk.� �os-�!
f('0.C•�S_ 1 Ye rns"-t� n2. .al�-u v v� c� 2 ` .
-5 5a)nd -weed- -Cf re, r. 1Prd,-rh, 0 h 6eca,, looms.
y 0 �j J
W -ea- V l r,C �% 1 OC"$l)�fhq•I C. �,41�/ WEU C�-. (�E�S�
�ro�h saw dk -TD ; N J v,ed. cAev,se
90&IAIG /7- t4 of -e _
5-a. /b
- 136R/N G l$
s -L ick - ,,.,ed �.e� \c rowv%l
l — IprU1/A ✓� rSLLn
6,N o4 -Y,
r - W, 1di
V
JOB
ESE SHEET NO. OF
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602 CALCULATED BV DA
(904) 372.3318
CHECKED BY DA'
�//✓(j /� /VLirr% C'Arn�/ d� C,od{ro/A161
6� ,91 r0 Wry SahC�' i�'1 Pzi-fi,..� 'I r,�. rcl-5ub. C'. ' 1005eq.Gj.ead
h� r!'
ld(dk) s0.nc� , hod• dcn,SE c!e« o d r7
WiOd, d,s(. S;14 y� d- y
s;lf 4-brovir))saJn�d,s. pouf (!Ilor ahs �cq' ��^s2k�0;sf�r�e�,
• '_- `�" b'/oV�n 9and� l+�l- �i�c Jr. /d-�tJj Gh9 � n'P� d'vLS2 mi.o;�-fj�/etin _
M(4 4ensc '� 01 sl- j (t let,,
h4,NG ZO SW_GO✓Y2.✓UT Wh7rol
S� J9
TO -3
r
POW I> / aL i�'qp-de�tA 3 '
BOND 2, 2-3' _
PTRi Ml 1I F Nm OIUI
J
'"r 2740
�!eS trc.
NIT
_E_E.72D Sheet3-of-1
Casing used 1 c:ze--Drilling mud used—
co, ing
sedcoring begun oring completed
Ground Elevation referred to
Datm
Field Forty:
E e oo I c
u wl
°
v
d
ro
s E=
E. `
N
e
° c
'o °
0
`°�
o
I _ °
°
F `
`�
J o
I j
DEPTHI <
I IN I
FEET
o
I DESCRIPTION'
Soil type, color, texture, consistency, sampler driving notes,
blo:•:s per foot on casing, deaths v:ash water lost, observed
fluctuations in .rater level, notes on drilling ease, etc.
/3F
4o
41 am
42
43
140
40-41
16/8
I
I
hlzdium, fine gravilty sand
I -
r
F 44
4s -
46
47
4s
49
5o
/6
I
145
45-46
0/ 7
I
P`edium, fine gray s and
-
I /'
I
-- --
_
-
149
49-50
7/7I
Medium. fine oray_-sslrld
Fnd of nOr1n9-50-0'
2-
3 3
L
5
6
� 8
-4
-
II
_ i I
I
I
_
•. I
I
I
I
-
LOG OF BORING
Bo. ing No. 1 Date 8-6-80 s`izet 2 of 3
Type of Boring Rig
Casing used Size Drilling mud used
Boring begun Boring completed
Ground Elevation . referred to
Field Party:
mal
o ,
ul
L
Z :_ o
a
E=�
N
\ a
e
v o
=
E e
o `
o
E
I p a e
C
5
F
t C
l ° e
, .
I
DEPTH
IH
FEET
=
r
-j
o
I
DESCRIPTION
Soil type, color, texture, consistency, sampler driving notes,
blows per foot on casing, depths wash water lost, observed
fluctuations in water level, notes on drilling ease, etc.
_
/7
20
21 4
2z
23
F Z
X25
F 27
2s-
6
29
1120
120-21
6/6
I
I
I
'Medium, fine brown sand
-
_
_
1/3
125
125-26
15/7
1
12s
Medium fine brown 'sand
--
�I
_-
130
I
30-31
/3
5/5
I
I
I
F 30l
3,
3z
dedium fine orae sand
f
_I
133
/3
r.
3s
36
37 -
39
431
_-
135
35-36
8/6
Medium. fine oravis'lty sand
—
�
,r
-- -
-
JiyNo. MA 2740
C... !nt General Develoument C
n...:e.� Sebastian Highlands -
;1- 4O'�S. of S.W.C. of Exi
a
LC to
LOG OF BCP!NG EXH I BIT "c"
Ewing No. 1 Date_8-6-80
Sheet 1 of 3
nt Type of Boring D1586
Rig Ct•1F 55-3
Ifo
Casing used HA Size
3•�.Drilling mud used
ant Boring begun 8-6-80
Boring completed 8-6-80
Ground Elevation Existing
referred to
Datuc
------------
Field Party: Taylor
8 Ilerner
•�
z
oU
°
oz
a
N
-_
n
e
" ;
o__
„
°
e2
E
a�
I m o
0 _
_
0
°-
t E
° >
0
I
°
a »
e
J
DEPTH
IN
FEET
a
<
a
o
DESCRIPTION
Soil type, color, texture, consistency, sampler driving notes,
blows per foot on casing, depths ::ash water lost, observed
fluctuations in water level, notes on drilling ease, etc.
F 0�
0-1
2/3
I
t
Loose fine tan sand
1-2
3/4
F z
3
A
5
^
102
2-3
4 4
Loose fine black sand &organics
3-4
44
4-5
14/4
I
-
I
105
5-6
I5/5
6
k �
tk a
F 9
to 73
� is
13
It
1s
16�
r 19
�20
lfedium fine brown sand
I
6-7
6 6
107
7-8
6 7
I
14edium fine brown sand
8-9.
7/6
109
9-10
8/7
Medium fine brown sand
•
6
-I
115
15-16
Medium fine brown sand
I8/
II
I
APPENDIX B
Results of Soil Permeability Testing
I
ESE
P. O. Box ESE
GAJNESVILLE, FLORIDA 32602
(904) 372-3318
A
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
1N).cl.ILrfltA-r1o1v TESTR.5sul-T-S 0afc A-7
J66 Nome
'aspic iw noh: niean 012&ri q4Ae
. .... .... . .
010
3b A 0
A 19.5 4rp
ESE
P. O. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
ZA
7W4
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
H
N1
ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 3723318
,
/NF ICTRRTI0IV
SHEET NO.
OF_
CALCULATED BY
DATE
CHECKED BY
DATE
i
i
T
I
1
� 1
i
—
ESE
P. O. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
SHEET NO
CALCULATED BY
CHECKED BY
SCALE
OF
DATE
DATE
/NPItT.RATION TEST
RESULTS
Vodc:_
Ilyl$-1
✓ob Name
GoU- S06asi%cn �occ f�'on __-
SE
R,n9
4A'amefe� 2 /0"
y�Gd
.used
3n
Ain
Dramcfce•
Nc4d
us,-)
3 "
lona. Ri n9
0010, Ring _._ --- --
5
30 60 yv iao So Ifro .2 0 aYo ?'2o'
EGA1QSE,0 T/ME (minvle.r)
- ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372-3318
SHEET NO.-
CALCULATED
CHECKED BY
SCALE_
OF -
DATE
DATE
ESE
P. O. Box ESE
GAINESVILLE, FLORIDA 32602
(904)372-3318
r
SHEET NO.
OF-
F_CALCULATED
CALCULATEDBY
DATE
CHECKED BY
DATE
/NFIIT.RATIO/V
.TEST
R.ESU[.TS
Dade: 71/4A83 -
c/ob #
Jo6 Nome
60U- sez4slicn 40caf.�:Gn -
Weel sidv
/
d }v&fe Si;e of
ponds Y AS.
75' SovA o/
manlfor well iead $ S
RT'„9
Q,'amcf�'�
/ol"
h/e4d
`3 a
.used
. (Lin9
Di�:medc� •
aV„
Nc4d
us�o' 3.
/nnec(.Rrn9
r
Oak, Ring —. — — — — —
ESE
P. O. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
SHEET NO.
OF-
F_CALCULATED
CALCULATEDBY
DATE
CHECKED BY
DATE
SCALE
_ ESE
P. 0. Box ESE
GAINESVILLE, FLORIDA 32602
(904) 372.3318
SHEET NO.
OF—
F_CALCULATED
CALCULATEDBY
DATE
CHECKED BY
DATE
INFILTRATION
.TEST - RESULT
..�06
2? -el -ddb
J66,.. Nome GDU-SP6.IJ%iar• _t,OCG}/G».
/Ool
)y
vc'rArmed dy '
'LVbv7A how
R;tno'
4�'amcfe�
a r7 �Gd (/SC (%
311
R:in9
lJramefc -
ay"
Read :.usP�
3 r
lnner,Rin9
Lu
i
zj
.1.
APPENDIX C
Water Balance Data
eblib I
pgvua�e = -7?,o00
Fla 0-t fl ow
4-
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